US1702659A - Wall-building form - Google Patents

Description

Feb. 19; 1929. 1,702,659

J. W. MILES WALL BUILDING FORM Filed Au .13, 1927 3 heets-'- at 1 g Z L W if y 46 34 144 a "INVENTOR JM/lzlts ATTORNEY.

J. w. MILES WALL BUILDING Felix Feb. 19; 1929;

i "N I m 7- /6 WI? MZ a li 6 n3 l! MA Z 6/ 5 Z 444 31/ y i If INVENTOR. 27 ij- Q Jl xl-flile ATTORNEY.

Feb-.19, 1929. I 1,702,659

J. w. MILES WALL BUILDING Foam Filed Aug. 13, 1927 3 Sheets-Sheet 3 7= 7 ia 1' A4:

A TTORNE Y.

Fatented Feb. 19, 1929 JOHN w. MILES, or DUQUESNE, PENNSYLVANIA,

WALL-BUILDING FORM.

Application filed August 13, 1927. Serial No. 212,759.

This invention relates to forms for building concrete walls, and the general object of the. invention is to provide forms which may be.

readily set up and as readily taken down and by which the walls of a building may be cast of concrete with an air space left in the middle of the wall and extending vertically upward and communicating adjacent the founelation, thatis in the second course above the foundation or at any other desired point or course, with the outside air by transverse tubular ties so that the air may pass into the air space at the lower portion thereof and rise upward through the air space and be disQ charged at the upper end of the wall, the two separated portions of the wall above the tubular ties above referred to being connected by ties which are closed at their open ends by concrete when the wall is finished.

A further object of the invention'is to provide forms of this eharacteiwhich may be used to form walls of different lengths, which may be readily shifted, which may be readily 7 put togetherto form the corner of a building, and which may be used inconnection with certain false or temporary work to leave proper spaces for door and window frames.

A. still further object is to provide oppositely disposed wall forms with detachable cores used for the purpose of forming'recesses for the ends of the floor joists.

Another object is to provide means whereby the mold sections 1nt-o which the concrete is ran' med may be held in proper spaced relation and against any tendency to spread. 7

Other obgects have to do with the particular details of constructionof these forms and.

mold sections and the particulararrangement of the parts as will hereinafter more fully appear.

' My invention is illustrated in the accompanaying drawings, wherein I Figure 1 is a top plan view of a wall mold constructed in alrcordance with my invention;

Figure 2 a like view to Figure 1 but show ing the sections disposed in alignment;

Figure 3 is an elevation of one of the ties of the mold; i d 2 Figure 4e is a top plan view'thercof;

Figure 5 is a vertical sectional view through the mold or form showing the manner in which the wedges are used Figure 6 is a like'view to Figure 5, the-section being taken, however, beyond the wedges;

Figure 7 is a perspective view of one of the corner angle irons;

Figure 8 is a perspective view of the iron used where the sections are placed in alignment with each other;

Figure 9 is an outside face view ofone of the outer sections, as the section 11;

Figure 10 is an inner face view ofone of the core sections;

Figure 11 is an inner face view of one of the sheet metal sections used for forming joist recesses; v

Flgure 12 1s a section on the line 12-12 of Figure 11;

Figure 13 is an elevation of the form for the weight pocket;

Figure 14: is a fragmentary detail top plan view showing the manner in which the window casings are formed;

Figure 15 is a section on the line 1515 of Figure 11. i

In Figure 1', I have illustrated the mold sections of my invention as used to form two sides of a building and a corner thereof. It will be understood, however, that the sections may be used to form a straight wall just as well in a manner which will be later stated. As illustrated, my improved building form comprises outer and inner mold sections 10 and 11, these being practically alike, but the sectionlO being shorter than the section 11. enjoined with these sections 10 and 11 are the sections 10"" and 11 The sections 11 and 11 are longer than the sections 10 and 10 so that the sections may be used to form the corner of a building, but these sectionsmay be also placed with thesections 10 and 11 on the exterior of the wall and the sections 1O and 11 on the interior of the wall where a straight I section of Wallis being formed (see Figure 2).

Coacting with the sections 10 and 11 or 10 and 11 are theinner core sections 12 and 13 and 12 and 13". These core sections 12 and 13 have a length somewhat greater than the sections lOand 10 but shorter than the sections 11 and 11 so that they may turn the corner where the corner is being molded.

' These sections 12 and 13'or 12 and 13*.are

outer sections of-t-l'iewall so as to secure proper ventilation, QSWV-Ill lJQ later stated.

bars F16. ,Each of lfOIlIlQCl'Wl'tll outstanding lugs tor the purused, these irons being formed with bayonet joint slots 21 throughwhich these screws may pass. By loosening the screws, it is obvious that thoangle iron may be taken oil to permit the-sections to be released from their engagement with each other. V Yhore' the sections are disposed one in advance oi the other in a straight line, as in forming a straight section of wall, the flat plates 2O are utilized having tl1e-bayonetslots 21 through which the screws 19 engage. Vv hile these angle plates are used upon the outside corner of the builder, no such angle j i latcs"nced be used upon the insidecorner. 'll us it anything 1s a little out of square,- thoinside corner can give a little.

For the purpose of holding the sections 10 and 11 in spaced relation against the pressure of theconcrete when it is rannned home, I

provide the transverse locking baa-s23 shown in Figure 3, each of these locking bars belng adapted to be lllSOl'bGCi 111 the corresponding slot 17-and each of these locking bars being slottechas at, 24, so-asto interlock with the ,these locking i bars 1s pose of supportin the wedges 26 which GX- tend downward through the channels 14, th esc channels 1% con'frontin each other when the core sections l2and 13 are placed in confronting relatioinas shown in'l igure'. These wedges will hold the, core sections spaced apart the desired distance to form a central air space in the wall. The sections 10 and 11 and 1O andll'arc formed with transverse apertures 27 for the passage of bolts 28.

lhcse bolts 28 may carry the nuts29, one of those nu is ha ring a handle 30 'whereb y it may be readily unscrewed. 'lhc bolts 28 pass tl'ircugh tubular tie rods or tie'bais These tie rods in the second course above the foundation are. ten inches long so as to en tend entirely through the wall and are perforated-at the center, as atill, (see l igurd so that'atter the wall is formed air may enter through the ends-otthe tubes 31 and pass upward into the s ace between the inner and Above the second course these tie'rods are only nine inches long. 'All of the tie bars are ji'eterably flared at C1161? ends so that the tie tween the mold sections.

' upon the previoul,

taken out, the angle irons 20 reniovec, han'dled nu bars interlock with the concrete placed be These tie bars are made of ordinary pipe and may be made of scrap pipe and the flaring is very readily accomplishedin an'obvious manner. Thus the tie bars are very cheaply made and of the nest ordinary inaterials.

lt will be seen that these tie bolts and the tie rods disposed adjacent the lower inar- ;gins oi the mold sections, while the locking bars engage the upper one s of the vertical members 16 and hold the mold sections from spreadin Used in connection with the mold sections are the bulkheads 33 which are engaged with the ends of the mold sections 10 and 11 and 1G and'll by means of the angle irons 20 previously described. Also used in connection with the mold sections adapted to be applied upon the inner faces of the sections ll) and 11 or 1O and 11 are thejoist pocket core plat :4. 'lhese,-as shown in Figure 12, consist of an outer plate ill and an inner 'Jlate 3d, the inner. plate being narrower than the outer olate so that the outer plate will: project above and belowfthe inner plate and this inner plate being formed With. the inwardly projectingjoist pocket cores 35. Except as hereafter stated, these pocket cores are disposed at a distance of si"teen inches on centers, each core having a straight side and an inclined side. The

last core 35, however, is detachable but ,1

. 2151011 in place is disposed at a less distance than, sixteen inches from the next adjacent This core 35 is formed with a lug 35" which is adapted to be inserted between the outer and inner sheets 34: and 3 h.

There are two of these core-supporting plates, one equal to the length or. the section 11 and theother equal to the length of the section '10, and the short one alone has the re movable core torni The two plates from which the core support is formed are of galvanized iron and the two plates together have a thickness of about /8". Qhe two sheets are attached together in any suitable manner and when stood on edge are two inches higher than tie outside sections of the builder, tha is the sections lOand 11 or 10 and 11.. Thus when in place the sheets project abovethe builder two inches. Thus, as shown in Figure 5, the joistftorin' will rest iu'in'icdiately termed concrete portion of the wall and the upper end will project above the side oi the form about two inches, as before stated.

in order to explain why this. upward jection is necessz I will have to ex just how. the forms are removed and rc-set. iter the builder has been tainped tightly ll of concrete, then the wedges should be pulled out, the b .llqheads. taken off, the core the s removed ironi' the tie rods or bolts 28, then the sections 11 and 11 are r movedbeiore the tie rods 28 are taken off, then the tie bolts are removed, and then the sections 10 and 10 are removed. The joist taken over to the opposite side of the foundation, that is where the other end of tl'iesesame joists will be, set the builder up at that corner, but betore placing the wedges in position,

remove the oist pocket form, bring it over to where the builder is now set up but do not turn it around with the other end toward the corner but turn it upside down so that what was formerly the bottom edge now becomes the top edge and, of course, cumstances there'will be a portion extending downward over the outside face of the wall, as shown in Figure 5.v lVhere the joist pocket forms are not intended to be used, then a plate of the same thickness is to be used under the angle iron on the bulkhead, this plate being equal in thickness to the two sheets 34 and 34. This plate will be about two inches wide and as long as the builder high and with holes bored so that the screws 19 may pass through these holes. Such a plate must a lways be used when the joist pocket form is not in use, for otherwise there would be no room for the sheets to be placed between" builder and wall. I

As before remarked, the oist pocket form 35 which is removable, is not separated from the next adjacent joist pocket form by as great a distance as the other joist pocket forms. This is necessary because of the way in which lumber and lath are cut when they come from the mill, but where two joist pocket molds 34 are laid end to end, the regular spacing is carried onto the other sheet. Thus the spacing is the same everywliiere, except the one place at the end, and when this device is to be used any where except on a corner, the odd space makes it necessary to remove the end pocket form The joists are spaced regularly from one end of the buildingto the other. j

Coacting with the core sections 12 and 13 when a window or door opening is to be termed are the metallic plates 36 Figure ll) which are inade o't galvanized iron and are adapted to be telescoped over the core sections 12 and 13. Used. in connection with these plates 36 is a tapering core 37 (see Figure 1?; and Figure 14) which is used to form the reress for the sash weights. This core 37 has projecting lugs 38 which can project, as shown in Figure 14, into the space between the plates 36. The core is formed with a hand hold 89 and with upwardly projecting lugs 39 for temporary nailswhereby the core may be held to the jack a and the temporary wood strips Z) shown in Figure 1e.

In the use of the mechanism, the sections 10 and 11 and 10 and 11 are used for forming under these cirthe foundation, except that no tubular tie bars aredisposed through the foundation of concrete and no center core is used, tin tubes being used in place of the members 31. Considering that the foundation is already in, then to set up the builder on a corner, take the sections 10 and 11, put the handled bolts 28 through the holes therefor, through the hollow wall tie and through the holes. in the section 11. The handled nuts are then placed in position upon these screws. The joist recess molding plates 34 are then put in place and the bulkheads 33 put in place. The coresec tions 12 and 13 are then inserteddownward between the sections 10 and 11 and 10' and 11. These core sections will stand up slightly above the lower sections for the first course only,inasmuch as these core sections will rest uponthe foundation.

It will be understood that after the foundation is built, the sections 10 and 11 will be so disposed'over the foundation that the ties 31 will rest upon the foundation, as shown in Figure 5. The angle irons 20 will be used at the corners and for holding the bulkheads in place, as previously stated, or if a straight section wall is to be built, the fiat irons 20 will be used to jointhe sections. The sections are to be leveled up true and if one end is low, the handled nuts are loosened at that end and the builder is-raised up level and the nuts tightened again. After the builder is set up, a little concrete is placed in the outside space between the core section 13 and the wall 11 but this is for the first course only. The

wedges 26 are then put in place in the grooves crete, using a inix such as used r01- making concreteblocks, which mix when. used with a small amount of water will set quickly, the buildercan be taken apart. After a corner is made audit it is desired to build a straight wall, the section 11 will pair with the section 11 and thesection 10 with the sectionlO and the core sections will, of course, pair in an obvious manner so as to provide for a longitw din-ally extending straight core section. Any oi these pairs can be swung around andused with the other end forms when needed to come closer to or further from the door and window frames. The second time around. the

wall, ton and a halt-inch wall tiesare used.

instead of nine-inch wall ties, and when the wall is nearlyhigh enough to set the window frames the most suitablepair of mold se cl"orin extensions 13. There are to be two pairs of working toward a frame. the-core not '38. It the core sections 'used then the rise and pass out through ven il All.

window and braced hack to the regiler bull;- hezid then the builder can he filled to the dewood is placede'ven with the other ide of the sired height 2111C shaped with the proper curve or droop on the outside.

Aite' repeating this until the foundation for all the frames etthe same height are ready, then the frame can be set. "the window l'l'LD'lGS and door frames can be me d oi regw htr stock size stuil' therewill he no casing for the ust a. smell cove inold on too outside L i sioe and on theinside the usual stool, amen and corner piece.

In order to form pockets for weightz-i, l provide the metallic core 37 which he 1; been previously described, and the iron ph to 36 may the core section n?) or s 11 and these ieet iron sections 36. on e pair eighteen inches long and the other pair eight inches lo Thus in on he turned with the most suitable end toward the frame and this end can he placed so that if; is

more than seven cen inches away from the lugs on the pocket core 37, and the i a. pair oi? eigl'iteen-inch pletes will extend "from the ends of the core sections 12 and 13 to the leg should reach too and go past the lugs on. the weight pocket core 3?, the core can he moved back two feet and turned with the other end toward it 2. and then a pair of the i on plates 36 would reach the remainder 01'? the distance.

After the concrete of the Wfill has set and the sections 10 and 1O an'd'll endll have been removed, the three-eiehths inch ho es through which the bolts 28 pass are to he closed with cement but the openings which Elli) coincide with the tuhulor ties 31 used in the second course and which ere formed by the bolts 28 for said ties are to he leftopei. on the outside and on the inside the floor base will cover them. By leaving recesses for the 'oists. letters or floor beams. the con-.crete is hot caused toheniolded around 116 isfits.

which would he had practice as they would have a tendency to swell u and burst crete. When it is seen that o. well 01I1lllZ so close to owiiidow iriune iron pletes 36 cannot be used. then that pzu ticulor tie is oii'iitted and justh (hur -ole wire put through and twis ed tie'l'it. lie cases where the window tre :ies so close together that oventhe shortest core 'fon cannot be iron plates The wood plate on top he of 2 x 4-, one placed oneec space so that warm uir in gable or root. will he l n of to err space in the i l permlts a constant CDCJlfit-L.

, i roseee =throu ;'h the openij. mid through the t space. thes heir 28 coininiinicetingwith the interior of .e air space.

ed by the loo] ts 28 es 31 and into the "Thus tl e wall will be warm and dry in winter and dry and cool in suinutsioe of the -.llprotecting the i e w elli roin'heat. "The air tl rough this air space 3e stopped proper operslmtters, etc.

U n he taken apart without .OZlCltlQ, for there are no pins to sounded loose and no l i which would tend'topnt a. th f'-CSli concrete. it will nothe on. all of the burs or huts oil mt just loosen them on the inside The belt e to he kept greased ed the wedges pare." d. in forming a Si :Jit course the hu" should be setup ii the smile corner w. it was originelly set up for the first for there the concrete will he the he Tin Ol(l(:i that the details this device .i'hay he understooc so-thet it n'eyhe properly 1 iving; when the concrete is ed. The nails are, of course, withzitt-er the ramming is clone. "The 26 sl'iou-ld only be tampered to that part goes down ltietween the core sections. ograr iortioo of tl \VEdQB'lS hottehe iron brace, designated 20 in onsv ihen the'builder is is to keen? l set er pockets irwerd s does make iii; dish. sed .ings endhssehoards ectioiis can he braced ing'.

I best when it used l :1 idin'p; to the is to be under-- d 10 and 11. an;

separately end, 1 lo 1 L711 parts :of the lii k the outsiec soznetie'ies have :1 ends up on acections are mode orn'ied with opencore I connected up Y iiieile and operzted, it lS'POllliIQtl out that the weiglnpochet forn'i shown in Figurelil is slightly tapered tron top to bottom so the; can be easily pulled upwzir-c after the to is rammed. llheteinporery nails l ie 'ire 14L ore tokeep the weig from 11' ties and joist pockets is such that when any section of the builder is moved to anyplace on the wall, it will exactly tit. Thus, for instance, it the joist pocket form was used along the wall iintii it cameto 'a place where joists did not go into the wall on account of.

a stair opening, for instance, then in that particular place the joist pocket form would be left out, but when the wall form was placed at the other side 01'? the stair opening the joist pocket form would be put in place and used and it would be impossible forit to be placed wrong and the regular spacing oi? the joist is continued wherever necessary with the oists spaced a standard spacing apart Where the joist pocket formers 3d are not used, then metallic plates of the same ess are to be disposed between the cut "aces of the sections 11 and '11 (or wha c and the angle irons 20 or flat irons 29 so as to com ensate for leaving out the sheet metal lates and 3d and yet make the wall of same thickness throughout.

t will be seen that this wallbuilder is i no I very simple in construction, can be easily put i crete wall so formed, the core sections'being verticallyslotted to extend over said ties and certain oi the ties having openings communitions.

coinpris? off the sectionsendremovably engaged there? with, intermediate core sections disposedbe tween the first named sections and having vertically extending confronting wedge channels open upon their inner faces, wedges adapted to be disposed through said wedge eby holdthe core sections channels to in i apartto form a air space, the lower margins of the core sections being vertically slotted andthe outer sections being formed withbolt holes, bolts adapted to extend through said :ioles and through the slots in the core sections, tubular metallic ties through which the bolts pass, the ties being accommodated with in the slots of the core sections, and means at the ends otthe first named sectons whereby sections are joined to each other) with the space between the core sec- 2. A wailbiiildeifor concretestructures oppositely disposed sections, bulkheads adauted'to be disposed the en they may be joined to other sections or to a bulkhead. i

3. A wall builder for concrete structures including oppositely disposed, parallel, outer mold sections, each of said mold sections ad-o jacent its lower end having transverse bolt vholes, the upper margins oi the mold sections carrying upwardly extending members vertically slotted at their upper ends, intermediate core sections vertically slotted at their lower ends in correspondence with the bolt openings in the outer sections, the inner confronting races of the core scctions having' vertical confronting grooves, lockiiig mem-' bers adapted to engage: with the upwardly extending members of the outer sections and hold the letter from outward movement, said locking membershaving outwardly projcct- I ing lugs and being disposed with the liigs'in aligned relationto the vertical grooves in the core sections, wedges adapted tobe disposed I downward through said lugs and into the grooves of the core sections whereby to hold the core sections apart, bolts adapted to be disposedthrough the bolt holes in the outer sections and the slots in the core sections and having nuts bearing against the outer face oi the outer sections, and tubularwall ties surrounding said boltsand accommodated by the slots in the core sections, said ties having openings extending through theties in correspondence with thespace between the core sections.

4. A wall builder for concrete structures including oppositely (llSPOSEt parallel, outer mold sections, each of said mold sectionsadj acent i p s lower end having transverse bolt holes, the upper margins of the mold sections carrying upwardly extending members vertically slotted at their upper ends, intermedito core sections vertically slotted at their lower onds in correspondence wit-l the bolt 7 e outer sections, the inner coiiot the core sections having vernal confronting ,ioovis, "loo k d to be engaged with the upwardly exaligned core sections, wedges adapted to be disposed "downwardly through Sflltl lugs. and into the grooves of the core sections whereby to hold the core sections apart, bolts adapted to be disposed through the bolt holes in the outer slots in the core'scctions and. having nuts bearing against the outer iaces sections and the oi the outer sections, tubular wall ties surrounding said bolts and accommodated by the slots in the coresecti'ons, certain of said ties having openings extending through the ties in correspondence with the space between thecore sections, the ends of the outer secg members relation to the vertical grooves in the acid the lhiileifhOm outward movement, said locking members having outwardly iit'OjQGbing liigs'and being disposed with the lugs in v tions, being provided WVltll outstanding bolts, and irons raving bayonet slots adapted to be engagedtwit-h said bolts to thereby hold one set oifoutersections in conjuncti n with the 7 other set ot core sections...

eluding a plurality of inner sections ands plurality, oi outer sections, the outer sections being longer thanthe inne sections whereby saidsections may be d: 1 alignment with each other or at right angles to each other to form a corner, two pains of core sections adapted to be disposed between the. first named sections and to be disposes either iiralignnient with each other or at right angles to each other, the core sec 'oi'is of each pair confronting each other ant naving vertical grooves upon their inner faces, means for locking thelirst named sections in spaced relation to each other both at top and bottom, means for holding the confronting coresections in spaced relation to each other, bulkheads adapted to be disposed the of the first named and core'section n1 is for detachablyengaging the bulkheads with the outer sections, and thin metallic sections having the same height as the core sections and adapted to be disposed against the outer faces of the same and extended longitudinally to any desired extent.

7, A well forn'i for concrete buildings iii-- eluding a plurality oi? inner sections and a plurality of out r sections, the outer sc 1iofi= being longer than the inner sections who said sections may be disposed. in al wi ii each other or at right ang e"; to

lilODt ch named sections and to be disposed either alignment with each other or at right angles to each other and having vertical grooves upon their inner faces,- means for locking first named sections-in spaced relation to each,

against the inner facesor the metallic sections having the same height as the core sections and adapted to be disposed against the outer faces of the same and extended longitudinally to any desired extent, and means for molding a vvrnigh recess to r 4 windows including a inetallicbox having the 1 size of the weignt recess to be molded having lugs projecting therefrom and adap i;-

ed to be engaged within the said metallic sections.

eluding oppositely disposed outer sections, means for engaging the lower n'iargins oi the sections with each other and holding them Lulu 8. A wall builder for concrete structures i11 n'ieinber having a removable form at its ezo treinity. v

9. A Wall builder for concrete. Is ti including oppositely. disposed outer means for engaging the lOWQPlHill'g sections with each other and holding thezn in s L aced relation,- means for engaging the per margins of the sections itheac her and holding them in spacedrelatio sheet metal members adapted to d first 7 named sections, each having a plurality of i wardiy extending pocket tornis mounted thereon whereby pock ts may be made for oists, eac member being termed of two sheets of siie t metal, the iilne sheet being formed with the. inwardly extendingpockets, the outer sheet extending above and below said po sheet having a removable p eke't at one o. the remainder of the pockets spaced from each other.

10. it wall builder for concrete struct res comprising oppositely disposed .niold sci-tie means detachably connecting said section intermediate core sections adapted to be i posed between the first named secti for holding said core secti ns *pur each other to a distan e sui air space'vv'ithi'n the wall, iic ties adapted to be disposed w' crete wall so torn-red and open upon i faces thereof, the core sections bei tically slotted. to extend over said. ties tain of the ties having ope in communicating with the space bet ve ii the; cores-actions,

In testimony whereof I hereunto my signature. T

4'1 being even ly JOHN Weenies.

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